HomeMy WebLinkAbout802-2R/W R/W PL GENERAL NOTES:
o D
10' 10' F o P EVAI ON
1. SEE TRACT MAP FOR EASEMENTS, DIMENSIONS AND IDENTIFICATION.
1 5' 5' 1
2. PLANS PREPARED IN CONFORMANCE WITH F.H.A. DATA SHEET 798.
27. 2q G ` ' 3. LOCATION OF SWALES SHOWN ON PLOT PLANS ARE SCHEMATIC.6 CURB 6 CURB 0
J SWALE @ 1% MIN.0 PCL
A.
a Z 4. MINIMUM SIDE-YARD: 5.
Zi 2% MIN.
5 CLASS "B" CONCRETE 1 N o 20q MAX. S. NO DRIVEWAY SHALL EXCEED 8% GRADE, WITH A VERTICAL CURVE AT GARAGE. 0
70
SECTION A—A
0.1 DF*
5' MIN.
6. THE CONTRACTOR SHALL NOT BEGIN ANY OF THE WORK SHOWN ON THESE e o
ANDSCAPE EXTRA DEPTH OF FOOTING PLANS UNTIL HE HAS OBTAINED FROM THE OWNERS ENGINEER OF RECORD,
m
N.T.S. PER DETAIL HEREON A COPY OF THE GENERAL SPECIFICATIONS" FOR THE PROJECT AND HAS HAD
A PRE-CONSTRUCTION MEETING WITH THE OWNER'S ENGINEER.
Zi zSECTIONX—X DRIVEWAY APPROACH DETAIL m
N.T.S. 5' MIN.
F.F ELEV. PER PLAN 7. POST TENSION SLAB IS TO BE USED ON ALL UNITS ON LOTS WITH AN
N.T.S v
2 MPP D ELEV. PER PLAN EXPANSION INDEX HIGHER THAN 50 (U.N.O. EXPANSION INDEX TO BE 0
DETAIL A W
171DETERMINEDFOREACHLOTAFTERROUGHGRADE).
PRIVATE STREET)
20q MAX. z mQNz
2
3' MIN.
8. CONSTRUCT 4" PVC SEWER LATERAL FROM PROPERTY LINE TO HOUSE PER m m
3 MIN. 3 EVMWD STD. NO. S-14. SLOPE 2% MINIMUM, TYPICAL ALL LOTS. D
0.5'DF*
9. INSTALL SEWER CLEANOUTS, AT 100' INTERVALS AND AT ALL ANGLE. POINTS.
R 10. CONSTRUCT 1" COPPER WATER LATERAL FROM PROPERTY LINE TO HOUSE,
j
TYPICAL ALL LOTS.
6' WOODEN FENCE
11. INSTALL BACKFLOW DEVICE ON SEWER LATERALS PER EVMWD STANDARD
5' MIN 5' MIN
1
NO. S-12 ON LOTS SHOWN ON SHEETS 3 THRU 6. I
I
e
M MIN 2' MIN 3' MIN3IN2
6"
8" MIN. 8„ P
R .W
d.
a •. ABBREVIATION.
i
1 IN• S d.
FL FLOW LINE
MI 2:1 2: 1 0% M A a:- de - FF HOUSE FINISH FLOOR
4-PAD N• 2
PAD FS FINISH SURFACE I2pqMAXMAX. MAX
STREET SLOPE STREET SLOPE GB GRADE BREAK
GFF GARAGE FINISH FLOOR
X A N.T.S. NOT TO SCALE
SECTION 'C-C TIC TOP OF CURB
TYP TYPICAL
TYPICAL LOT DRAINAGE
NO SCALE jCONSTRUCTIONNOTESQUANTITIES
O1 CONSTRUCT DRIVEWAY APPROACH PER DETAIL ON SHEET 2 50,565 SF t
1.0'2 CONSTRUCT 6' HIGH BLOCK WALL PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 2,824 LFO
FMIN.
3 CONSTRUCT 6' HIGH BLOCK WALL AND GATE PER LANDSCAPE ARCHITECT'S SPECIFICATIONS 104 EA 0
FINISH FLOOR
P CC a•4O REMOVE 1 BLOCK FROM BOTTOM COURSE ® FLOW LINE NA C
00 DRIVEWAY SLAP O CONSTRUCT 4 PCC SIDEWALK PER LANDSCAPE ARCHITECTS SPECIFICATIONS W=4 9,328 SFSANDBLOCKWALLFLOWLINE
un co
PAD GRADE
2
ORIGINAL GRADE BY SEPARATE PERMIT) PER PLAN 6 INSTALL 6" SQ. NDS GRATE INLET NO. 05 (GREEN) 3 EA m
DEPTH OF FOOTING
OMIT
4
FOR FLOW
o •
v
e
v _ ° -)I ? CONSTRUCT 3" PVC PIPE WITH CURB CORE (INVERT 1" ABOVE FLOW LINE) 70 LFREQUIRED
20q
FINISHED GRADE
a ' '-• ••• I-III='I'-2=III=11
EXTRA DEPTH OF F.G.
a • .Q v I_I I I—I I = _ I-1 I 1--ill- 88 THICKENED EDGE FOR ONCRETE DRIVEWAY SLAB 18 EA
FOOTING REQUIRED d•
v.•° '
I-1 I1 l I I
PER PLAN
Aa
6 MIN. COVER
6„ LEGEND.
EXTRA DEPTH FOOTING FOOTING qet
NO SCALE CURB AND GUTTER 62% PROPOSED SPOT ELEVATION I r.
NOTE: THICKENED EDGE FOR Fs
SOME OF THE HOUSES WITHIN THIS PROJECT HAVE EXTRA DEPTH TAIL A CONCRETE DRIVEWAY SLAB RIGHT OF WAY
FOOTINGS. IT IS THE CONTRACTORS RESPONSIBILITY TO LOCATE SAID Q__qE 8 STREET LIGHT
HOUSES AND CONSTRUCT EXTRA DEPTH FOOTINGS AS SHOWN. N.T.S. N.T.S. PROPERTY LINE
EASEMENT LINE 156 LOT NUMBER
a:T PROPOSED SLOPE
2.3% STREET GRADE
605 FINISH CONTOUR ELEV.
W] WATER METER
LIMITS OF PAD
INTERCEPTOR DRAIN
AIR CONDITIONER
R
ELECTRIC TRANSFORMER
5' (MIN.)
W WA7FR MAIN
S SEWER MAIN 71
HANDICAP RAMP
16" WIDE COLUMN TO MATCH R APPROVED 39"f HOUSE CURB INLET CATCH BASIN 0 0
PERIMETER WALL CENTERED ON P.L. 00
LATCHED i DRAINAGE SWALE
5' MIN.
100.0 H.P.
FIRE HYDRANT o 0
HOUSE 39"f
HIGH POINT OF SWALE C
m
HOUSE 39 f j 39 f DEEPENED FOOTING 1' DF DEEP-FOOTING
O
HOUSE D
00 BLOCK WALL (PER SEPARATE PERMIT) m0000ARCHITECTURALENHANCEMENTSz
00
6' HEIGHT WOOD FENCE m 042WIDEWOODGATETOrn
o MATCH WOOD FENCE
o
2"x4"PHASE LINE BV BACKFLOW VALVE Pcy
4"x4" RWD POST W 12%12" N
C° 3 APPROVED HEAVY DUTY 16" COLUMN CONC. FTG. 6' HEIGHT WROUGHT IRON FENCE m
7,
HINGESMR 0
MASONRY WALL TO MATCH BLOCK WALL WITH GATE D
2„ 2" PERIMETER WALL STEP AS
2"x4"4"x4" RWD POST W/ 12"x12" NECESSARY
CONC. FTG. 16 WIDE COLUMN TO MATCH
PERIMETER WALL BLOCK
FENCE CONNECTION AT FRONT OF HOUSE FENCE CONNECTION AT FRONT OF HOUSE POST-TENSION SLAB
3 3
NO LOT SPLIT LOT SPLIT
N.T.S. N.T.S.
D o o O D @Mt%M NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION:
QRpFESSiON
PREPARED BY:CITY OF LAKE E L S I N O R EALIF1• 1 S D. N
q
FPA-23SHEET.THESE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE F, TRACT NO . 31706
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APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CI71'
a. 02 CIVIL ENGINEERING
3 AND STATE LAWS, AND A PERMIT CAN BE ISSUED. r N o.23434 LAND PLANNING DETAILS & GENERAL NOTES
OF.-3
o OO 4 LAND SURVEYING B R I D G E GA' i E
i U¢- /I D6 Ex . 12-31-07
a d 5 KEN SEUMALO, R.C.E. N0. 56915 DATE
p 1181 LIFO NIA AVE. - STE.202 - CORONA,CALIFORNIA 92881
95 ) 0 FAX(951)280-4150 PRECISE GRADING PLAN FILE NO.
TWO WORKING DAYS 6 9
F
CIVIL-\
p RCE 23434 3123 1,6e,OF CAL go zBEFOREYOUDIG7DENNISV. NELSON LICENSE N0. DATE W.0.FOR: F.B.